• Structural Engineering and Mechanics
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• 제90권3호
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• pp.233-252
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• 2024

This research explores a new finite element model for the free vibration analysis of bi-directional functionally graded (BDFG) beams. The model is based on an efficient higher-order shear deformation beam theory that incorporates a trigonometric warping function for both transverse shear deformation and stress to guarantee traction-free boundary conditions without the necessity of shear correction factors. The proposed two-node beam element has three degrees of freedom per node, and the inter-element continuity is retained using both C1 and C0 continuities for kinematics variables. In addition, the mechanical properties of the (BDFG) beam vary gradually and smoothly in both the in-plane and out-of-plane beam's directions according to an exponential power-law distribution. The highly elevated performance of the developed model is shown by comparing it to conceptual frameworks and solution procedures. Detailed numerical investigations are also conducted to examine the impact of boundary conditions, the bi-directional gradient indices, and the slenderness ratio on the free vibration response of BDFG beams. The suggested finite element beam model is an excellent potential tool for the design and the mechanical behavior estimation of BDFG structures.

• Structural Engineering and Mechanics
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• 제90권3호
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• pp.253-261
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• 2024

This research explores a new finite element model for the free vibration analysis of bi-directional functionally graded (BDFG) beams. The model is based on an efficient higher-order shear deformation beam theory that incorporates a trigonometric warping function for both transverse shear deformation and stress to guarantee traction-free boundary conditions without the necessity of shear correction factors. The proposed two-node beam element has three degrees of freedom per node, and the inter-element continuity is retained using both C1 and C0 continuities for kinematics variables. In addition, the mechanical properties of the (BDFG) beam vary gradually and smoothly in both the in-plane and out-of-plane beam's directions according to an exponential power-law distribution. The highly elevated performance of the developed model is shown by comparing it to conceptual frameworks and solution procedures. Detailed numerical investigations are also conducted to examine the impact of boundary conditions, the bi-directional gradient indices, and the slenderness ratio on the free vibration response of BDFG beams. The suggested finite element beam model is an excellent potential tool for the design and the mechanical behavior estimation of BDFG structures.

• Steel and Composite Structures
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• 제51권3호
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• pp.243-260
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• 2024

Thirteen self-compacting recycled concrete filled aluminium tubular (SCRCFAT) columns were tested under concentric compression loads. The effects of the replacement ratio of the recycled concrete aggregate (RCA) and steel fibre (SF) reinforcement on the structural performance of the SCRCFAT columns were studied. A control specimen (C000) was cast with normal concrete without SF to be reference for comparison. Twelve columns were cast using RCA, six columns were cast using concrete incorporating 2% SF while the rest of columns were cast without SF. Failure mode, ductility, ultimate load capacity, axial deformation, ultimate strains, stress-strain response, and stiffness of the SCRCFAT columns were studied. The results showed that, the peak load of tested SCRCFAT columns incorporating 5-100 % RCA without SF reduced by 2.33-11.28 % compared to that of C000. Conversely, the peak load of tested SCRCFAT columns incorporating 5-100% RCA in addition to 2% SF increased by 21.1-40.25%, compared to C000. Consequently, the ultimate axial deformation (Δ) of column C100 (RCA=100% and SF 0%) increased by about 118.9 % compared to C000. The addition of 2% SF to the concrete mix decreased the axial deformation of SCRCFAT columns compared to those cast with 0% SF. Moreover, the stiffness of the columns cast without SF decreased as the RCA % increased. In contrast, the columns stiffness cast with 2% SF increased by 26.28-89.7 % over that of C000. Finally, a theoretical model was proposed to predict the ultimate loads tested SCRCFAT columns and the obtained theoretical results agreed well with the experimental results.

• Journal of Chest Surgery
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• 제57권4호
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• pp.399-407
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• 2024

Background: Pump-controlled retrograde trial off (PCRTO) is a safe, simple, and reversible method for weaning patients from veno-arterial extracorporeal membrane oxygenation (VA-ECMO). However, few studies have compared PCRTO to conventional weaning methods. This retrospective study aimed to compare PCRTO to non-PCRTO methods. Methods: This study included patients who were weaned from VA-ECMO from January 2016 to December 2022 at our medical center. Demographic data, ECMO management, ECMO complications, survival to discharge, and cardiogenic shock after VA-ECMO weaning were compared between the 2 groups. Results: Seventy patients who were weaned from VA-ECMO using PCRTO and 85 patients who were weaned with conventional methods were compared. Patient characteristics were not significantly different between the 2 groups. The rate of survival to discharge was significantly higher in the PCRTO group than in the non-PCRTO group (90% vs. 72%, p=0.01). The rates of freedom from all-cause mortality at 10, 30, and 50 days after weaning from ECMO were 75%, 55%, and 35% in the non-PCRTO group and 62%, 60%, and 58% in the PCRTO group, respectively (p=0.1). The incidence of cardiogenic shock after weaning from VA-ECMO was significantly higher in the non-PCRTO group (16% vs. 5%, p=0.04). In logistic regression analysis, PCRTO was a significant factor for survival to discharge (odds ratio, 2.42; 95% confidence interval, 1.29-5.28; p=0.02). Conclusion: Compared to conventional methods, PCRTO is a feasible and reversible method, and it serves as a useful predictor of successful VA-ECMO weaning through a preload stress test.

• Steel and Composite Structures
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• 제52권4호
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• pp.419-434
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• 2024

A flat slab is a structural system where columns directly support it without the presence of beam elements. However, despite its wide advantages, this structural system undergoes a major deficiency where stresses are concentrated around the column perimeter, resulting in the progressive collapse of the entire structure as a result of losing the shear transfer mechanisms at the cracked interface. Predicting the punching shear capacity of RC flat slabs is a challenging problem where the factors contributing to the overall slab strength vary broadly in their significance and effect extent. This study proposed a new expression for predicting the slab's capacity in punching shear using a nonuniform concrete tensile stress distribution assumption to capture, as well as possible, the induced strain effect within a thick RC flat slab. Therefore, the overall punching shear capacity is composed of three parts: concrete, aggregate interlock, and dowel action contributions. The factor of the shear span-to-depth ratio (a_v/d) was introduced in the concrete contribution in addition to the aggregate interlock part using the maximum aggregate size. Other significant factors were considered, including the concrete type, concrete grade, size factor, and the flexural reinforcement dowel action. The efficiency of the proposed model was examined using 86 points of published experimental data from 19 studies and compared with five code standards (ACI318, EC2, MC2010, CSA A23.3, and JSCE). The obtained results revealed the efficiency and accuracy of the model prediction, where a covariance value of 4.95% was found, compared to (13.67, 14.05, 15.83, 19.67, and 20.45) % for the (ACI318, CSA A23.3, MC2010, EC2, and JSCE), respectively.

• 한국구조물진단유지관리공학회 논문집
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• 제10권1호
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• pp.123-130
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• 2006

콘크리트의 열화 및 철근부식에 대응하기 위하여 다양한 보수재료가 존재하나 이러한 보수재료를 평가하는 방법은 단순히 염해, 중성화 등의 단독열화만을 대상으로 하고 있어 여러 가지 열화인자가 복합적으로 작용하는 실제 환경과는 차이를 나타내게 된다. 따라서 본 연구에서는 폴리머시멘트계 보수용 단면복구재가 KS 기준을 만족하는지 확인한 후 복합열화 환경 하에서 염해, 중성화. 철근부식을 평가하였다. 실험결과 각각의 보수재료들은 KS 기준을 만족하였지만 내구성능은 상이하게 나타나 향후 이에 대한 고려가 필요할 것으로 사료된다.

• 한국구조물진단유지관리공학회 논문집
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• 제13권4호통권56호
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• pp.107-115
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• 2009

70~80년대에 다수의 고속도로 건설과 함께 축적된 고속도로 터널에 대한 설계 및 시공기술에 비하여 철도터널의 설계는 최근들어 활발하게 이루어지고 있는 상황이다. 따라서 고속도로 터널과 철도 터널의 비교시에는 다소간의 시간적인 차이가 있는 것이 사실이다. 본 논문에서는 서로 비슷한 굴착단면적을 갖고 있으나 단면형상에서 차이를 나타내는 고속도로 2차로 자연환기터널과 선로중심간격 4.3m의 복선철도 터널에 대해 동일한 조건하에서 지보재를 설치하지 않은 경우와 지보재를 설치한 경우에 대해 수치해석을 수행하여 단면형상 차이에 따른 터널 주변암반에 발생하는 주응력크기 및 축차응력 비교를 통한 터널의 안정성을 비교 분석하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제13권2호통권54호
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• pp.223-230
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• 2009

본 연구는 다양한 직경-두께비와 콘크리트 강도를 고려한 콘크리트 충전강관의 휨 거동을 다루었다. 유한 요소 해석을 위하여 상용 프로그램 LUSAS를 사용하였으며, 충전 강관의 콘크리트와 강 사이의 부착면의 상세거동을 고려하기 위하여 조인트 요소를 적용하였다. 또한, 콘크리트와 강관의 비선형성을 고려하기 위하여 소성영역에서 증가된 응력을 사용한 콘크리트와 강의 응력-변형률 곡선을 사용하였다. 제안된 방법으로 구한 수치해석 결과는 등분포하중을 받는 강관의 하중-변위 곡선에 대한 실제 실험 결과와 잘 일치하였다. 몇 가지 매개변수 연구는 서로 다른 직경-두께비와 콘크리트 강도에 대하여 휨 영향을 받는 콘크리트 충전강관의 구조적 특성에 초점을 두었다.

• 대한예방한의학회지
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• 제28권2호
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• pp.99-111
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• 2024

Objectives : Anxiety is an important mental health symptom associated with healthcare utilization. This research aims to identify the demographic, socio-economic, and health-related factors associated with the use of Korean medicine (KM) treatments in adults experiencing anxiety. Methods : We conducted a cross-sectional analysis using the Korea Health Panel Annual Data 2019. Logistic regression models were employed to examine the relationships between KM utilization and various factors such as economic activity, perceived stress levels, and presence of physical discomfort. The study sample included 552 adults experiencing anxiety. Results : Among the subjects, 19.20% were using both conventional treatment and KM treatment. The analysis revealed that individuals engaged in economic activities were more likely to use KM treatments compared to those who were not (odds ratio [OR] = 2.207, 95% confidential interval [CI] = 1.316 to 3.699). Additionally, individuals reporting high levels of pain or discomfort showed a significantly higher likelihood of using both KM and conventional medical services (OR = 2.933, 95% CI = 1.645 to 5.231). Musculoskeletal conditions were the most common reason for KM utilization among the study participants. Conclusion : The findings suggest that economic activity and the severity of physical discomfort significantly influence the use of KM treatments among adults with anxiety. These insights could inform healthcare policy and the integration of KM services into broader health management strategies for anxiety.

• 한국가금학회지
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• 제35권1호
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• pp.71-78
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• 2008

본 실험은 Herbs와 Plant extracts(PE)가 산란계의 생산성과 소장내 미생물 균총 및 면역 체계에 미치는 영향을 조사하기 위해 실시하였다. 사양 시험은 67주령의 산란계(Hy-line Brown) 1,440수를 선별하여 A형 2단 케이지에 대조구 포함 총 9처리구로 구성하여 처리당 8반복 반복당 20수씩 randomized block design으로 배치하였다. 시험 기간 동안 물과 사료는 자유 섭취하게 하였으며, 일반적인 점등 관리(자연 일조 + 조명; 16 hr)를 실시하였다. 시험구는 대조구, 항생제구; Avilamycin 6 ppm, $Herb-Mix^{(R)}$ 0.2%구, PE-BIOSTRONG $510^{(R)}$ 0.02% 구, $PE-APEX^{(R)}$ 0.02%구, $PE-Digestarom^{(R)}$ 0.02%구, $PE-Phello-zyme^{(R)}$ 0.1%구, $PE-Galicin^{(R)}$을 0.05%구, PE-CRINA $Poultry^{(R)}$ 0.05%구 등 총 9처리구였다. 일계 산란율은 처리구간에 유의적 차이는 없었지만, 첨가구들이 대조구보다 높은 경향을 나타냈다. 사료 섭취량과 사료 요구율은 처리구간에 유의한 차이를 보였다. 사료 섭취량은 첨가구들이 대조구보다 높았다. 사료 요구율은 T8(PE-Galicin)구가 모든 첨가구중에 가장 높았다. 난각과 난황 색깔 지수는 처리구간에 유의한 차이가 있었다. 난각 색깔 지수는 첨가제간에 유의한 차이가 있었으며, 난황 색깔 지수는 T9(PE-CRINA Poultry)가 대조구보다 유의하게 높았다. Haugh unit은 처리구간에 유의적인 차이는 나타나지 않았다. Leukocytes와 erythrocytes 관련 모수들은 처리간에 유의한 차이가 있었다. WBC 수준과 stress index는 일반적으로 첨가구들이 대조구보다 높았다. RBC 수준은 Herb-Mix와 PE구들이 대조구보다 낮은 경향을 보여주었다. 혈청 IgG 농도는 처리구간에 유의적인 차이는 없었지만 모든 첨가구들이 대조구보다 높았다. 첨가구들에서 Lactobacillius는 증가하고 Cl. perfrigens는 감소하였다. E. coli는 첨가구들이 대조구보다 유의하게 낮았다. 결론적으로 herbs와 plant extract는 산란계에서 산란율을 증가시키는 경향이 있었고 혈액 성상 및 장내 미생물 균총에 유의한 영향을 미쳤다.